9930 EVERGREEN WAY SIKH TEMPLE 2016-01-01 MF Import

/ � � giyo7-��}Z �, ► w� �si- Nelson ConsulUng Engineering PS � Prepared By: 1N oace: 7/»/ta 19221 591h Avenue NE J�:b Name: Slkh Temple Kenmore, Washington 98028-3118 Phone: 425.483.9126 Faz. 425 485.1136 Description: Shearwall review f Gse �� Job No: 14067 Page Number. Cover �cope of Work: Thls engineer's work is strictly limited to a review of several existing rein(orced ' masonry shearwalls to determine rf they can be made to come into general compllance wlth IBC requirements for 5pecial Rein(orced Masonry Shearwalls, with regards to sttesz levels, block strength, reinfordng, grouting. No other areas of thi: structure are induded in Ihis review, The area included In the review consists of the tenant space proposed to he used as a new Sikh temple. Modifying the noted shearwalls as zhown in following pages will result in very substantlal strengthening of the entire building for lateral (wind/seismic) loads, however the balance of the shearwalis wlll not be In substantiai compliance with,the Special Rein(orced Masonry Shearwall p�rovisions. It is recommended that those walls external to this subject area be, at some time In the future, be strengthened in a similar way, given the nawre of their tenants. Project locatbn: 9930 Evergreen,Way, EveretC WA Code used for Special Reinforced Masonry Shearwall provisions: ZOt 2 International Building Code (Washington State Building Code) . Original drawings used in this work were produced by Engineers Northwest in 1979 and are used for reference herein with the kind permission of Mr. Bob Raichle PE SE, of that firm. Condusion: With the CMU walls shown on the follo.ving page grouted ;olid, the stresz level does not exceed 8 P51 in shear, and it is the judgement of lhfs engineer that those walls will substantially behave as Special Reinforced Masonry Shearwalls. Grout to be 4000 P51 ��on shrink. All voids in the walls are to be filleld. � u